Effects of aftershocks on peak ductility demand due to strong ground motion records from shallow crustal earthquakes
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- 14 March 2012
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 41 (15) , 2311-2330
Abstract
SUMMARY: Aftershocks induced by a large mainshock can cause additional damage to structures and infrastructure, hampering building reoccupation and restoration activities in a post‐disaster situation. To assess the nonlinear damage potential due to aftershocks, this study investigates the effects of aftershocks by using real as well as artificially generated mainshock–aftershock sequences. The real mainshock–aftershock sequences are constructed from the Pacific Earthquake Engineering Research Center—Next Generation Attenuation database for worldwide shallow crustal earthquakes; however, they are deemed to be incomplete because of missing records. To supplement incomplete real dataset, artificial sequences are generated on the basis of the generalized Omori's law, and a suitable aftershock record selection procedure is then devised to simulate time‐series data for mainshock–aftershock sequences. The results from nonlinear dynamic analysis of inelastic single‐degree‐of‐freedom systems using real and artificial sequences indicate that the incremental effects of aftershocks on peak ductility demand using the real sequences are relatively minor and that peak ductility demand estimates based on the generalized Omori's law are greater, particularly in the upper tail, than those for the real sequences. The results based on the generalized Omori's law also suggest that the aftershock effects based on the real sequences might underestimate the aftershock impact because of the incompleteness of the real dataset. Copyright © 2012 John Wiley & Sons, Ltd.Keywords
This publication has 22 references indexed in Scilit:
- Probabilistic Characteristics of Seismic Ductility Demand of SDOF Systems with Bouc-Wen Hysteretic BehaviorJournal of Earthquake Engineering, 2009
- Probabilistic estimation of maximum inelastic displacement demands for performance‐based designEarthquake Engineering & Structural Dynamics, 2007
- Performance evaluation and damage assessment of steel frame buildings under main shock–aftershock earthquake sequencesEarthquake Engineering & Structural Dynamics, 2007
- A New Attenuation Relation for Strong Ground Motion in Japan Based on Recorded DataBulletin of the Seismological Society of America, 2006
- Real-time forecasts of tomorrow's earthquakes in CaliforniaNature, 2005
- Inelastic displacement ratios for evaluation of existing structuresEarthquake Engineering & Structural Dynamics, 2003
- Statistical relations between the parameters of aftershocks in time, space, and magnitudeJournal of Geophysical Research, 1997
- Earthquake Aftershocks: UpdateScience, 1994
- Earthquake Hazard After a Mainshock in CaliforniaScience, 1989
- Lateral inhomogeneities of the upper mantleTectonophysics, 1965